# -*- coding: utf-8 -*-
# Generated by the protocol buffer compiler.  DO NOT EDIT!
# NO CHECKED-IN PROTOBUF GENCODE
# source: dlubal/api/rfem/structure_core/material.proto
# Protobuf Python Version: 5.28.1
"""Generated protocol buffer code."""
from google.protobuf import descriptor as _descriptor
from google.protobuf import descriptor_pool as _descriptor_pool
from google.protobuf import runtime_version as _runtime_version
from google.protobuf import symbol_database as _symbol_database
from google.protobuf.internal import builder as _builder
_runtime_version.ValidateProtobufRuntimeVersion(
    _runtime_version.Domain.PUBLIC,
    5,
    28,
    1,
    '',
    'dlubal/api/rfem/structure_core/material.proto'
)
# @@protoc_insertion_point(imports)

_sym_db = _symbol_database.Default()




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\x01(\x01H\x99\x01\x88\x01\x01\x12M\n>nonlinear_concrete_partial_factors_tensile_strength_uneditable\x18\x9b\x01 \x01(\x01H\x9a\x01\x88\x01\x01\x12\x42\n3nonlinear_concrete_partial_factors_tensile_strength\x18\x9c\x01 \x01(\x01H\x9b\x01\x88\x01\x01\x12\'\n\x18strain_hardening_modulus\x18\x9d\x01 \x01(\x01H\x9c\x01\x88\x01\x01\x12\x1f\n\x10hardening_factor\x18\x9e\x01 \x01(\x01H\x9d\x01\x88\x01\x01\x12+\n\x1climit_stresses_for_tension_x\x18\x9f\x01 \x01(\x01H\x9e\x01\x88\x01\x01\x12+\n\x1climit_stresses_for_tension_y\x18\xa0\x01 \x01(\x01H\x9f\x01\x88\x01\x01\x12%\n\x16reference_element_size\x18\xa1\x01 \x01(\x01H\xa0\x01\x88\x01\x01\x12\x30\n!strain_at_peak_compression_stress\x18\xa2\x01 \x01(\x01H\xa1\x01\x88\x01\x01\x12#\n\x14\x66racture_energy_ft_x\x18\xa3\x01 \x01(\x01H\xa2\x01\x88\x01\x01\x12#\n\x14\x66racture_energy_ft_y\x18\xa4\x01 \x01(\x01H\xa3\x01\x88\x01\x01\x12#\n\x14\x66racture_energy_fc_x\x18\xa5\x01 \x01(\x01H\xa4\x01\x88\x01\x01\x12#\n\x14\x66racture_energy_fc_y\x18\xa6\x01 \x01(\x01H\xa5\x01\x88\x01\x01\x12\x1c\n\rmasonry_alpha\x18\xa7\x01 \x01(\x01H\xa6\x01\x88\x01\x01\x12\x1b\n\x0cmasonry_beta\x18\xa8\x01 \x01(\x01H\xa7\x01\x88\x01\x01\x12\x1c\n\rmasonry_gamma\x18\xa9\x01 \x01(\x01H\xa8\x01\x88\x01\x01\x12\x36\n\'masonry_compressive_strength_horizontal\x18\xaa\x01 \x01(\x01H\xa9\x01\x88\x01\x01\x12\x41\n2masonry_compressive_strength_according_to_approval\x18\xab\x01 \x01(\x01H\xaa\x01\x88\x01\x01\x12\x1a\n\x0bparameter_x\x18\xac\x01 \x01(\x01H\xab\x01\x88\x01\x01\x12\x1b\n\x0cparameter_xz\x18\xad\x01 \x01(\x01H\xac\x01\x88\x01\x01\x12\x1b\n\x0cparameter_xy\x18\xae\x01 \x01(\x01H\xad\x01\x88\x01\x01\x12\x1d\n\x0eparameter_x_xz\x18\xaf\x01 \x01(\x01H\xae\x01\x88\x01\x01\"\xc7\x01\n\x19PoissonRatioEditableGroup\x12)\n%POISSON_RATIO_EDITABLE_GROUP_MAJOR_2D\x10\x00\x12)\n%POISSON_RATIO_EDITABLE_GROUP_MAJOR_3D\x10\x02\x12)\n%POISSON_RATIO_EDITABLE_GROUP_MINOR_2D\x10\x01\x12)\n%POISSON_RATIO_EDITABLE_GROUP_MINOR_3D\x10\x03\"s\n\x1dPoissonRatioEditableGroupWall\x12(\n$POISSON_RATIO_EDITABLE_GROUP_WALL_XY\x10\x00\x12(\n$POISSON_RATIO_EDITABLE_GROUP_WALL_YX\x10\x01\"y\n\x1fPoissonRatioEditableGroupPlatte\x12*\n&POISSON_RATIO_EDITABLE_GROUP_PLATTE_XY\x10\x00\x12*\n&POISSON_RATIO_EDITABLE_GROUP_PLATTE_YX\x10\x01\"\xac\x01\n\x1cStressStrainDiagramTypeStart\x12,\n(STRESS_STRAIN_DIAGRAM_TYPE_START_FAILURE\x10\x00\x12/\n+STRESS_STRAIN_DIAGRAM_TYPE_START_CONTINUOUS\x10\x02\x12-\n)STRESS_STRAIN_DIAGRAM_TYPE_START_YIELDING\x10\x01\"\xa4\x01\n\x1aStressStrainDiagramTypeEnd\x12*\n&STRESS_STRAIN_DIAGRAM_TYPE_END_FAILURE\x10\x00\x12-\n)STRESS_STRAIN_DIAGRAM_TYPE_END_CONTINUOUS\x10\x02\x12+\n\'STRESS_STRAIN_DIAGRAM_TYPE_END_YIELDING\x10\x01\"\xb0\x02\n\x14MasonryBrickworkUnit\x12\x1f\n\x1bMASONRY_BRICKWORK_UNIT_CLAY\x10\x00\x12-\n)MASONRY_BRICKWORK_UNIT_AGGREGATE_CONCRETE\x10\x02\x12\x36\n2MASONRY_BRICKWORK_UNIT_AUTOCLAVED_AERATED_CONCRETE\x10\x03\x12+\n\'MASONRY_BRICKWORK_UNIT_CALCIUM_SILICATE\x10\x01\x12\x34\n0MASONRY_BRICKWORK_UNIT_DIMENSIONED_NATURAL_STONE\x10\x05\x12-\n)MASONRY_BRICKWORK_UNIT_MANUFACTURED_STONE\x10\x04\"\xd1\x02\n\x1dMasonryBrickworkConfiguration\x12\x30\n,MASONRY_BRICKWORK_CONFIGURATION_HOLLOW_BLOCK\x10\x00\x12?\n;MASONRY_BRICKWORK_CONFIGURATION_AUTOCLAVED_AERATED_CONCRETE\x10\x03\x12\x44\n@MASONRY_BRICKWORK_CONFIGURATION_HOLLOW_CLAY_BLOCK_WITH_GRIPHOLES\x10\x01\x12/\n+MASONRY_BRICKWORK_CONFIGURATION_SOLID_BLOCK\x10\x02\x12\x46\nBMASONRY_BRICKWORK_CONFIGURATION_UNIT_FOR_CONCRETE_OR_MORTAR_INFILL\x10\x04\"\x8e\x02\n\x18MasonryBrickworkGrouping\x12&\n\"MASONRY_BRICKWORK_GROUPING_GROUP_1\x10\x00\x12\'\n#MASONRY_BRICKWORK_GROUPING_GROUP_1S\x10\x05\x12&\n\"MASONRY_BRICKWORK_GROUPING_GROUP_2\x10\x01\x12&\n\"MASONRY_BRICKWORK_GROUPING_GROUP_3\x10\x02\x12&\n\"MASONRY_BRICKWORK_GROUPING_GROUP_4\x10\x03\x12)\n%MASONRY_BRICKWORK_GROUPING_GROUP_NONE\x10\x04\"\x9d\x03\n\x12MasonryMortarClass\x12\x34\n0MASONRY_MORTAR_CLASS_GENERAL_PURPOSE_MORTAR_M2_5\x10\x00\x12\x33\n/MASONRY_MORTAR_CLASS_GENERAL_PURPOSE_MORTAR_M10\x10\x02\x12\x33\n/MASONRY_MORTAR_CLASS_GENERAL_PURPOSE_MORTAR_M20\x10\x03\x12\x32\n.MASONRY_MORTAR_CLASS_GENERAL_PURPOSE_MORTAR_M5\x10\x01\x12/\n+MASONRY_MORTAR_CLASS_LIGHTWEIGHT_MORTAR_600\x10\x05\x12/\n+MASONRY_MORTAR_CLASS_LIGHTWEIGHT_MORTAR_800\x10\x06\x12%\n!MASONRY_MORTAR_CLASS_MASONRY_GLUE\x10\x07\x12*\n&MASONRY_MORTAR_CLASS_THIN_LAYER_MORTAR\x10\x04\"\x8a\x01\n1ModifiedHardeningSoilShearHardeningDefinitionType\x12U\nQMODIFIED_HARDENING_SOIL_SHEAR_HARDENING_DEFINITION_TYPE_SHEAR_HARDENING_PARAMETER\x10\x00\"\xe0\x01\n3ModifiedHardeningSoilPreconsolidationDefinitionType\x12S\nOMODIFIED_HARDENING_SOIL_PRECONSOLIDATION_DEFINITION_TYPE_PRE_OVERBURDEN_PRESURE\x10\x00\x12T\nPMODIFIED_HARDENING_SOIL_PRECONSOLIDATION_DEFINITION_TYPE_OVERCONSOLIDATION_RATIO\x10\x01\"v\n\x19InternalMaterialStructure\x12+\n\'INTERNAL_MATERIAL_STRUCTURE_PLAIN_WEAVE\x10\x00\x12,\n(INTERNAL_MATERIAL_STRUCTURE_BASKET_WEAVE\x10\x01\"\xd3\x01\n\x1bHoekBrownSoilDefinitionType\x12Z\nVHOEK_BROWN_SOIL_DEFINITION_TYPE_E_HOEK_BROWN_SOIL_DEFINITION_TYPE_ROCK_MASS_PARAMETERS\x10\x00\x12X\nTHOEK_BROWN_SOIL_DEFINITION_TYPE_E_HOEK_BROWN_SOIL_DEFINITION_TYPE_GSI_CLASSIFICATION\x10\x01\"\x9c\x03\n\"NonlinearConcreteDiagramDefinition\x12\x34\n0NONLINEAR_CONCRETE_DIAGRAM_DEFINITION_PARAMETRIC\x10\x00\x12\x32\n.NONLINEAR_CONCRETE_DIAGRAM_DEFINITION_SLS_24_1\x10\x05\x12\x32\n.NONLINEAR_CONCRETE_DIAGRAM_DEFINITION_SLS_3_14\x10\x02\x12\x31\n-NONLINEAR_CONCRETE_DIAGRAM_DEFINITION_SLS_9_8\x10\x06\x12?\n;NONLINEAR_CONCRETE_DIAGRAM_DEFINITION_STRESS_STRAIN_DIAGRAM\x10\x01\x12\x31\n-NONLINEAR_CONCRETE_DIAGRAM_DEFINITION_ULS_ACC\x10\x04\x12\x31\n-NONLINEAR_CONCRETE_DIAGRAM_DEFINITION_ULS_P_T\x10\x03\"\xe0\x01\n(NonlinearConcreteTensionStiffeningMethod\x12\x36\n2NONLINEAR_CONCRETE_TENSION_STIFFENING_METHOD_QUAST\x10\x00\x12;\n7NONLINEAR_CONCRETE_TENSION_STIFFENING_METHOD_HSU_AND_MO\x10\x02\x12?\n;NONLINEAR_CONCRETE_TENSION_STIFFENING_METHOD_MODIFIED_QUAST\x10\x01\"\xc9\x01\n NonlinearConcreteDesignSituation\x12,\n(NONLINEAR_CONCRETE_DESIGN_SITUATION_NONE\x10\x00\x12\x36\n2NONLINEAR_CONCRETE_DESIGN_SITUATION_ULS_ACCIDENTAL\x10\x02\x12?\n;NONLINEAR_CONCRETE_DESIGN_SITUATION_ULS_PERMANENT_TRANSIENT\x10\x01\"\xf1\x03\n(NonlinearConcreteCompressiveStrengthType\x12\x35\n1NONLINEAR_CONCRETE_COMPRESSIVE_STRENGTH_TYPE_NONE\x10\x00\x12@\n<NONLINEAR_CONCRETE_COMPRESSIVE_STRENGTH_TYPE_085_F_C_ACI_CSA\x10\x04\x12?\n;NONLINEAR_CONCRETE_COMPRESSIVE_STRENGTH_TYPE_09_F_C_ACI_CSA\x10\x05\x12\x43\n?NONLINEAR_CONCRETE_COMPRESSIVE_STRENGTH_TYPE_ALPHA1_F_C_ACI_CSA\x10\x06\x12H\nDNONLINEAR_CONCRETE_COMPRESSIVE_STRENGTH_TYPE_CHARACTERISTIC_STRENGTH\x10\x02\x12<\n8NONLINEAR_CONCRETE_COMPRESSIVE_STRENGTH_TYPE_F_C_ACI_CSA\x10\x03\x12>\n:NONLINEAR_CONCRETE_COMPRESSIVE_STRENGTH_TYPE_MEAN_STRENGTH\x10\x01\"\xa7\x01\n\'NonlinearConcreteCompressionDiagramType\x12\x38\n4NONLINEAR_CONCRETE_COMPRESSION_DIAGRAM_TYPE_PARABOLA\x10\x00\x12\x42\n>NONLINEAR_CONCRETE_COMPRESSION_DIAGRAM_TYPE_PARABOLA_RECTANGLE\x10\x01\"\xe5\x04\n)NonlinearConcreteAxialTensileStrengthType\x12\x37\n3NONLINEAR_CONCRETE_AXIAL_TENSILE_STRENGTH_TYPE_NONE\x10\x00\x12K\nGNONLINEAR_CONCRETE_AXIAL_TENSILE_STRENGTH_TYPE_5_PERC_FRACTILE_STRENGTH\x10\x02\x12L\nHNONLINEAR_CONCRETE_AXIAL_TENSILE_STRENGTH_TYPE_95_PERC_FRACTILE_STRENGTH\x10\x03\x12@\n<NONLINEAR_CONCRETE_AXIAL_TENSILE_STRENGTH_TYPE_MEAN_STRENGTH\x10\x01\x12I\nENONLINEAR_CONCRETE_AXIAL_TENSILE_STRENGTH_TYPE_REDUCED_STRENGTH_05_FR\x10\x07\x12J\nFNONLINEAR_CONCRETE_AXIAL_TENSILE_STRENGTH_TYPE_REDUCED_STRENGTH_2_3_FR\x10\x06\x12>\n:NONLINEAR_CONCRETE_AXIAL_TENSILE_STRENGTH_TYPE_STRENGTH_FR\x10\x05\x12K\nGNONLINEAR_CONCRETE_AXIAL_TENSILE_STRENGTH_TYPE_WITHOUT_TENSILE_STRENGTH\x10\x04\"\x8f\x01\n#NonlinearConcreteTensionDiagramType\x12\x32\n.NONLINEAR_CONCRETE_TENSION_DIAGRAM_TYPE_LINEAR\x10\x00\x12\x34\n0NONLINEAR_CONCRETE_TENSION_DIAGRAM_TYPE_BILINEAR\x10\x01\x42\x05\n\x03_noB\x0e\n\x0c_descriptionB$\n\"_poisson_ratio_editable_group_typeB)\n\'_poisson_ratio_editable_group_wall_typeB+\n)_poisson_ratio_editable_group_platte_typeB\"\n _stress_strain_diagram_symmetricB(\n&_stress_strain_diagram_symmetry_factorB.\n,_stress_strain_diagram_has_parameters_sortedB(\n&_stress_strain_diagram_type_start_typeB&\n$_stress_strain_diagram_type_end_typeB,\n*_dynamic_increase_factor_diagram_symmetricB\'\n%_dynamic_increase_factor_diagram_sortB\x0e\n\x0c_temperatureB\x07\n\x05_noteB\x14\n\x12_maximum_thicknessB\x1c\n\x1a_elasticity_modulus_globalB\x17\n\x15_elasticity_modulus_xB\x17\n\x15_elasticity_modulus_yB\x17\n\x15_elasticity_modulus_zB\x17\n\x15_shear_modulus_globalB\x13\n\x11_shear_modulus_yzB\x13\n\x11_shear_modulus_xzB\x13\n\x11_shear_modulus_xyB\x17\n\x15_poisson_ratio_globalB\x13\n\x11_poisson_ratio_yzB\x13\n\x11_poisson_ratio_xzB\x13\n\x11_poisson_ratio_xyB\x13\n\x11_poisson_ratio_zyB\x13\n\x11_poisson_ratio_zxB\x13\n\x11_poisson_ratio_yxB\x0f\n\r_mass_densityB\x12\n\x10_specific_weightB\'\n%_thermal_expansion_coefficient_globalB\"\n _thermal_expansion_coefficient_xB\"\n _thermal_expansion_coefficient_yB\"\n _thermal_expansion_coefficient_zB!\n\x1f_division_multiplication_factorB\x1f\n\x1d_yield_strength_for_thicknessB\"\n _ultimate_strength_for_thicknessB\x1c\n\x1a_saturated_specific_weightB\x1f\n\x1d_masonry_compressive_strengthB\x17\n\x15_masonry_stone_lengthB\x17\n\x15_masonry_stone_heightB\x1a\n\x18_masonry_stone_thicknessB\x1e\n\x1c_masonry_brickwork_unit_typeB\'\n%_masonry_brickwork_configuration_typeB\"\n _masonry_brickwork_grouping_typeB\x1c\n\x1a_masonry_mortar_class_typeB\x1d\n\x1b_masonry_head_joints_filledB-\n+_masonry_mortar_joint_parallel_to_wall_faceB\x11\n\x0f_yield_strengthB!\n\x1f_yield_strength_for_compressionB\x1d\n\x1b_yield_strength_for_tensionB\x16\n\x14_hardening_modulus_xB\x16\n\x14_hardening_modulus_yB\x16\n\x14_hardening_modulus_zB\"\n _ultimate_compressive_strength_xB\"\n _ultimate_compressive_strength_yB\"\n _ultimate_compressive_strength_zB\x1e\n\x1c_ultimate_tensile_strength_xB\x1e\n\x1c_ultimate_tensile_strength_yB\x1e\n\x1c_ultimate_tensile_strength_zB\x1d\n\x1b_ultimate_shear_strength_yzB\x1d\n\x1b_ultimate_shear_strength_xzB\x1d\n\x1b_ultimate_shear_strength_xyB\x17\n\x15_thickness_range_sizeB#\n!_timber_elasticity_modulus_x_wallB#\n!_timber_elasticity_modulus_y_wallB$\n\"_timber_elasticity_modulus_x_plateB$\n\"_timber_elasticity_modulus_y_plateB\x1f\n\x1d_timber_poisson_ratio_xy_wallB\x1f\n\x1d_timber_poisson_ratio_yx_wallB \n\x1e_timber_poisson_ratio_xy_plateB \n\x1e_timber_poisson_ratio_yx_plateB\x1a\n\x18_timber_shear_modulus_yzB\x1a\n\x18_timber_shear_modulus_xzB\x1a\n\x18_timber_shear_modulus_xyB\x19\n\x17_soil_cohesive_strengthB\"\n _soil_angle_of_internal_frictionB\x19\n\x17_soil_angle_of_dilationB\x19\n\x17_masonry_partial_factorBD\nB_soil_reference_tangential_stiffness_for_primary_oedometer_loadingB&\n$_soil_reference_stress_for_stiffnessB6\n4_soil_power_for_stress_level_dependency_of_stiffnessB?\n=_hoek_brown_soil_uniaxial_compressive_strength_of_intact_rockB(\n&_hoek_brown_soil_intact_rock_parameterB%\n#_hoek_brown_soil_disturbance_factorB,\n*_hoek_brown_soil_geological_strength_indexB\x1c\n\x1a_yield_strength_equivalentB\x13\n\x11_yield_strength_xB\x12\n\x10_shear_modulus_xB\x12\n\x10_shear_modulus_yB\x12\n\x10_shear_modulus_zB:\n8_modified_hardening_soil_shear_hardening_definition_typeB4\n2_modified_hardening_soil_shear_hardening_parameterB8\n6_modified_hardening_soil_stiffness_at_reference_stressB)\n\'_modified_hardening_soil_poissons_ratioB;\n9_modified_hardening_soil_preconsolidation_definition_typeB1\n/_modified_hardening_soil_pre_overburden_presureB2\n0_modified_hardening_soil_overconsolidation_ratioB:\n8_representative_volume_element_ratio_of_height_to_lengthB#\n!_internal_material_structure_typeB\"\n _hoek_brown_soil_definition_typeB)\n\'_hoek_brown_soil_strength_parameter_m_bB\'\n%_hoek_brown_soil_strength_parameter_sB\'\n%_hoek_brown_soil_strength_parameter_aB)\n\'_hoek_brown_soil_strength_parameter_m_gB)\n\'_hoek_brown_soil_strength_parameter_s_gB)\n\'_hoek_brown_soil_strength_parameter_a_gB+\n)_hoek_brown_soil_elastic_stiffness_matrixB\x1f\n\x1d_hoek_brown_soil_user_definedB-\n+_nonlinear_concrete_diagram_definition_typeB7\n5_nonlinear_concrete_mean_secant_modulus_of_elasticityB=\n;_nonlinear_concrete_tangent_modulus_of_elasticity_in_originB(\n&_nonlinear_concrete_tension_stiffeningB4\n2_nonlinear_concrete_tension_stiffening_method_typeB;\n9_nonlinear_concrete_reduction_factor_for_tensile_strengthB,\n*_nonlinear_concrete_axial_tensile_strengthB7\n5_nonlinear_concrete_strain_at_peak_compression_stressB5\n3_nonlinear_concrete_tensile_strength_at_first_crackBJ\nH_nonlinear_concrete_exponent_of_stress_strain_parabola_until_first_crackB0\n._nonlinear_concrete_calculational_crack_strainBM\nK_nonlinear_concrete_exponent_of_reduction_factor_parabola_after_first_crackB<\n:_nonlinear_concrete_exponent_of_function_after_first_crackB$\n\"_nonlinear_concrete_tensile_strainB-\n+_nonlinear_concrete_consider_safety_factorsB+\n)_nonlinear_concrete_design_situation_typeB:\n8_nonlinear_concrete_partial_factors_compressive_strengthBE\nC_nonlinear_concrete_partial_factors_compressive_strength_uneditableB;\n9_nonlinear_concrete_partial_factors_modulus_of_elasticityBF\nD_nonlinear_concrete_partial_factors_modulus_of_elasticity_uneditableB<\n:_nonlinear_concrete_long_term_actions_compressive_strengthB8\n6_nonlinear_concrete_long_term_actions_tensile_strengthB9\n7_nonlinear_concrete_design_secant_modulus_of_elasticityBD\nB_nonlinear_concrete_design_tangent_modulus_of_elasticity_in_originB/\n-_nonlinear_concrete_compressive_strength_typeB*\n(_nonlinear_concrete_compressive_strengthB5\n3_nonlinear_concrete_compressive_strength_uneditableB1\n/_nonlinear_concrete_design_compressive_strengthB.\n,_nonlinear_concrete_compression_diagram_typeB\'\n%_nonlinear_concrete_parabola_exponentB@\n>_nonlinear_concrete_ultimate_strain_for_maximum_compression_c1B4\n2_nonlinear_concrete_ultimate_strain_at_failure_cu1B@\n>_nonlinear_concrete_ultimate_strain_for_maximum_compression_c2B4\n2_nonlinear_concrete_ultimate_strain_at_failure_cu2B<\n:_nonlinear_concrete_relative_accuracy_of_generated_diagramB1\n/_nonlinear_concrete_axial_tensile_strength_typeB7\n5_nonlinear_concrete_axial_tensile_strength_uneditableB<\n:_nonlinear_concrete_design_value_of_axial_tensile_strengthB*\n(_nonlinear_concrete_tension_diagram_typeB;\n9_nonlinear_concrete_coefficient_at_micro_crack_initiationBF\nD_nonlinear_concrete_coefficient_at_micro_crack_initiation_uneditableB8\n6_nonlinear_concrete_ultimate_tensile_strain_at_failureBC\nA_nonlinear_concrete_ultimate_tensile_strain_at_failure_uneditableBA\n?_nonlinear_concrete_partial_factors_tensile_strength_uneditableB6\n4_nonlinear_concrete_partial_factors_tensile_strengthB\x1b\n\x19_strain_hardening_modulusB\x13\n\x11_hardening_factorB\x1f\n\x1d_limit_stresses_for_tension_xB\x1f\n\x1d_limit_stresses_for_tension_yB\x19\n\x17_reference_element_sizeB$\n\"_strain_at_peak_compression_stressB\x17\n\x15_fracture_energy_ft_xB\x17\n\x15_fracture_energy_ft_yB\x17\n\x15_fracture_energy_fc_xB\x17\n\x15_fracture_energy_fc_yB\x10\n\x0e_masonry_alphaB\x0f\n\r_masonry_betaB\x10\n\x0e_masonry_gammaB*\n(_masonry_compressive_strength_horizontalB5\n3_masonry_compressive_strength_according_to_approvalB\x0e\n\x0c_parameter_xB\x0f\n\r_parameter_xzB\x0f\n\r_parameter_xyB\x11\n\x0f_parameter_x_xz\"\x8a\x04\n\x0cMaterialType\x12\x17\n\x13MATERIAL_TYPE_BASIC\x10\x00\x12\x1a\n\x16MATERIAL_TYPE_ALUMINUM\x10\x04\x12\x1a\n\x16MATERIAL_TYPE_CONCRETE\x10\x01\x12\x18\n\x14MATERIAL_TYPE_FABRIC\x10\x0c\x12 \n\x1cMATERIAL_TYPE_FIBER_CONCRETE\x10\r\x12\x16\n\x12MATERIAL_TYPE_FOIL\x10\x07\x12\x15\n\x11MATERIAL_TYPE_GAS\x10\x08\x12\x17\n\x13MATERIAL_TYPE_GLASS\x10\x06\x12\x18\n\x14MATERIAL_TYPE_GYPSUM\x10\x10\x12\x19\n\x15MATERIAL_TYPE_MASONRY\x10\x05\x12\x17\n\x13MATERIAL_TYPE_METAL\x10\x02\x12\x19\n\x15MATERIAL_TYPE_PLASTIC\x10\x11\x12$\n MATERIAL_TYPE_PRESTRESSING_STEEL\x10\x0f\x12#\n\x1fMATERIAL_TYPE_REINFORCING_STEEL\x10\t\x12\x16\n\x12MATERIAL_TYPE_SOIL\x10\x0b\x12\x17\n\x13MATERIAL_TYPE_STEEL\x10\n\x12\x18\n\x14MATERIAL_TYPE_TIMBER\x10\x03\x12&\n\"MATERIAL_TYPE_VIRTUAL_JOIST_GIRDER\x10\x0e\"\x98\x08\n\rMaterialModel\x12+\n\'MATERIAL_MODEL_ISOTROPIC_LINEAR_ELASTIC\x10\x00\x12O\nKMATERIAL_E_MATERIAL_MODEL_ISOTROPIC_SOIL_PLASTIC_MODIFIED_HARDENING_SOIL_3D\x10\x13\x12%\n!MATERIAL_MODEL_ANISOTROPIC_DAMAGE\x10\x12\x12)\n%MATERIAL_MODEL_ISOTROPIC_DAMAGE_2D_3D\x10\n\x12/\n+MATERIAL_MODEL_ISOTROPIC_MASONRY_PLASTIC_2D\x10\t\x12\x31\n-MATERIAL_MODEL_ISOTROPIC_NONLINEAR_ELASTIC_1D\x10\x03\x12\x34\n0MATERIAL_MODEL_ISOTROPIC_NONLINEAR_ELASTIC_2D_3D\x10\x04\x12\'\n#MATERIAL_MODEL_ISOTROPIC_PLASTIC_1D\x10\x01\x12*\n&MATERIAL_MODEL_ISOTROPIC_PLASTIC_2D_3D\x10\x02\x12\x37\n3MATERIAL_MODEL_ISOTROPIC_ROCK_PLASTIC_HOEK_BROWN_3D\x10\x10\x12\x36\n2MATERIAL_MODEL_ISOTROPIC_SOIL_NONLINEAR_ELASTIC_3D\x10\x0f\x12,\n(MATERIAL_MODEL_ISOTROPIC_SOIL_PLASTIC_3D\x10\x0e\x12\x35\n1MATERIAL_MODEL_ISOTROPIC_TIMBER_LINEAR_ELASTIC_1D\x10\x0c\x12!\n\x1dMATERIAL_MODEL_ORTHOTROPIC_2D\x10\x05\x12!\n\x1dMATERIAL_MODEL_ORTHOTROPIC_3D\x10\x06\x12:\n6MATERIAL_MODEL_ORTHOTROPIC_FABRIC_NONLINEAR_ELASTIC_2D\x10\x14\x12\x31\n-MATERIAL_MODEL_ORTHOTROPIC_MASONRY_PLASTIC_2D\x10\x0b\x12)\n%MATERIAL_MODEL_ORTHOTROPIC_PLASTIC_2D\x10\x07\x12)\n%MATERIAL_MODEL_ORTHOTROPIC_PLASTIC_3D\x10\x08\x12\x37\n3MATERIAL_MODEL_ORTHOTROPIC_TIMBER_LINEAR_ELASTIC_2D\x10\r\x12.\n*MATERIAL_MODEL_ORTHOTROPIC_WELD_PLASTIC_2D\x10\x11\"\x81\x06\n\x12\x41pplicationContext\x12\x1f\n\x1b\x41PPLICATION_CONTEXT_INVALID\x10\x00\x12\'\n#APPLICATION_CONTEXT_ALUMINUM_DESIGN\x10\x01\x12*\n&APPLICATION_CONTEXT_COMBINATION_WIZARD\x10\x02\x12\'\n#APPLICATION_CONTEXT_CONCRETE_DESIGN\x10\x03\x12\x32\n.APPLICATION_CONTEXT_CONCRETE_FOUNDATION_DESIGN\x10\x04\x12\'\n#APPLICATION_CONTEXT_CRANEWAY_DESIGN\x10\x11\x12(\n$APPLICATION_CONTEXT_DYNAMIC_ANALYSIS\x10\t\x12-\n)APPLICATION_CONTEXT_GEOTECHNICAL_ANALYSIS\x10\n\x12$\n APPLICATION_CONTEXT_GLASS_DESIGN\x10\x05\x12#\n\x1f\x41PPLICATION_CONTEXT_LOAD_WIZARD\x10\x07\x12&\n\"APPLICATION_CONTEXT_MASONRY_DESIGN\x10\x10\x12%\n!APPLICATION_CONTEXT_PIPING_DESIGN\x10\x08\x12$\n APPLICATION_CONTEXT_STEEL_DESIGN\x10\x0b\x12\x30\n,APPLICATION_CONTEXT_STEEL_DESIGN_COLD_FORMED\x10\x06\x12*\n&APPLICATION_CONTEXT_STEEL_JOINT_DESIGN\x10\x0c\x12%\n!APPLICATION_CONTEXT_TIMBER_DESIGN\x10\r\x12+\n\'APPLICATION_CONTEXT_TIMBER_JOINT_DESIGN\x10\x0e\x12$\n APPLICATION_CONTEXT_TOWER_DESIGN\x10\x0f\"h\n\x0b\x44iagramType\x12\x16\n\x12\x44IAGRAM_TYPE_BASIC\x10\x00\x12\x19\n\x15\x44IAGRAM_TYPE_BILINEAR\x10\x01\x12&\n\"DIAGRAM_TYPE_STRESS_STRAIN_DIAGRAM\x10\x02\"\xa4\x01\n\x0e\x44\x65\x66initionType\x12\x1e\n\x1a\x44\x45\x46INITION_TYPE_DERIVED_NU\x10\x00\x12\x1d\n\x19\x44\x45\x46INITION_TYPE_DERIVED_G\x10\x01\x12\x1d\n\x19\x44\x45\x46INITION_TYPE_E_G_NO_NU\x10\x03\x12\x1a\n\x16\x44\x45\x46INITION_TYPE_E_G_NU\x10\x02\x12\x18\n\x14\x44\x45\x46INITION_TYPE_NONE\x10\x04\"\xc8\x02\n\x17StressFailureHypothesis\x12\'\n#STRESS_FAILURE_HYPOTHESIS_VON_MISES\x10\x00\x12,\n(STRESS_FAILURE_HYPOTHESIS_DRUCKER_PRAGER\x10\x02\x12*\n&STRESS_FAILURE_HYPOTHESIS_MOHR_COULOMB\x10\x03\x12\x33\n/STRESS_FAILURE_HYPOTHESIS_OEDOMETRIC_CONDITIONS\x10\x06\x12O\nKSTRESS_FAILURE_HYPOTHESIS_OEDOMETRIC_CONDITIONS_WITH_SMALL_STRAIN_STIFFNESS\x10\x07\x12$\n STRESS_FAILURE_HYPOTHESIS_TRESCA\x10\x01\"u\n\x19StiffnessModificationType\x12(\n$STIFFNESS_MODIFICATION_TYPE_DIVISION\x10\x00\x12.\n*STIFFNESS_MODIFICATION_TYPE_MULTIPLICATION\x10\x01\"\xbe\x02\n\x11MembersWeightUnit\x12\x1f\n\x1bMEMBERS_WEIGHT_UNIT_UNKNOWN\x10\x00\x12\x1c\n\x18MEMBERS_WEIGHT_UNIT_GRAM\x10\x1d\x12%\n!MEMBERS_WEIGHT_UNIT_HUNDREDWEIGHT\x10 \x12 \n\x1cMEMBERS_WEIGHT_UNIT_KILOGRAM\x10\x1e\x12\"\n\x1eMEMBERS_WEIGHT_UNIT_METRIC_TON\x10\x1f\x12\x1d\n\x19MEMBERS_WEIGHT_UNIT_OUNCE\x10#\x12\x1d\n\x19MEMBERS_WEIGHT_UNIT_POUND\x10!\x12!\n\x1dMEMBERS_WEIGHT_UNIT_SHORT_TON\x10$\x12\x1c\n\x18MEMBERS_WEIGHT_UNIT_SLUG\x10\"\"\xec\x03\n\x11MembersVolumeUnit\x12\x1f\n\x1bMEMBERS_VOLUME_UNIT_UNKNOWN\x10\x00\x12(\n$MEMBERS_VOLUME_UNIT_CUBIC_CENTIMETER\x10&\x12\"\n\x1eMEMBERS_VOLUME_UNIT_CUBIC_FOOT\x10*\x12\"\n\x1eMEMBERS_VOLUME_UNIT_CUBIC_INCH\x10)\x12#\n\x1fMEMBERS_VOLUME_UNIT_CUBIC_METER\x10%\x12\'\n#MEMBERS_VOLUME_UNIT_CUBIC_MILIMETER\x10\'\x12\"\n\x1eMEMBERS_VOLUME_UNIT_CUBIC_YARD\x10+\x12#\n\x1fMEMBERS_VOLUME_UNIT_FLUID_OUNCE\x10,\x12\'\n#MEMBERS_VOLUME_UNIT_IMPERIAL_GALLON\x10(\x12\x1d\n\x19MEMBERS_VOLUME_UNIT_LITER\x10\x30\x12\x1c\n\x18MEMBERS_VOLUME_UNIT_PINT\x10-\x12\x1d\n\x19MEMBERS_VOLUME_UNIT_QUART\x10.\x12(\n$MEMBERS_VOLUME_UNIT_US_LIQUID_GALLON\x10/\"\xac\x02\n\x12MembersSurfaceUnit\x12 \n\x1cMEMBERS_SURFACE_UNIT_UNKNOWN\x10\x00\x12+\n\'MEMBERS_SURFACE_UNIT_SQUARED_CENTIMETER\x10\x08\x12%\n!MEMBERS_SURFACE_UNIT_SQUARED_FOOT\x10\x0b\x12%\n!MEMBERS_SURFACE_UNIT_SQUARED_INCH\x10\n\x12&\n\"MEMBERS_SURFACE_UNIT_SQUARED_METER\x10\x07\x12*\n&MEMBERS_SURFACE_UNIT_SQUARED_MILIMETER\x10\t\x12%\n!MEMBERS_SURFACE_UNIT_SQUARED_YARD\x10\x0c\"\xc8\x02\n\x12SurfacesWeightUnit\x12 \n\x1cSURFACES_WEIGHT_UNIT_UNKNOWN\x10\x00\x12\x1d\n\x19SURFACES_WEIGHT_UNIT_GRAM\x10\x1d\x12&\n\"SURFACES_WEIGHT_UNIT_HUNDREDWEIGHT\x10 \x12!\n\x1dSURFACES_WEIGHT_UNIT_KILOGRAM\x10\x1e\x12#\n\x1fSURFACES_WEIGHT_UNIT_METRIC_TON\x10\x1f\x12\x1e\n\x1aSURFACES_WEIGHT_UNIT_OUNCE\x10#\x12\x1e\n\x1aSURFACES_WEIGHT_UNIT_POUND\x10!\x12\"\n\x1eSURFACES_WEIGHT_UNIT_SHORT_TON\x10$\x12\x1d\n\x19SURFACES_WEIGHT_UNIT_SLUG\x10\"\"\xfa\x03\n\x12SurfacesVolumeUnit\x12 \n\x1cSURFACES_VOLUME_UNIT_UNKNOWN\x10\x00\x12)\n%SURFACES_VOLUME_UNIT_CUBIC_CENTIMETER\x10&\x12#\n\x1fSURFACES_VOLUME_UNIT_CUBIC_FOOT\x10*\x12#\n\x1fSURFACES_VOLUME_UNIT_CUBIC_INCH\x10)\x12$\n SURFACES_VOLUME_UNIT_CUBIC_METER\x10%\x12(\n$SURFACES_VOLUME_UNIT_CUBIC_MILIMETER\x10\'\x12#\n\x1fSURFACES_VOLUME_UNIT_CUBIC_YARD\x10+\x12$\n SURFACES_VOLUME_UNIT_FLUID_OUNCE\x10,\x12(\n$SURFACES_VOLUME_UNIT_IMPERIAL_GALLON\x10(\x12\x1e\n\x1aSURFACES_VOLUME_UNIT_LITER\x10\x30\x12\x1d\n\x19SURFACES_VOLUME_UNIT_PINT\x10-\x12\x1e\n\x1aSURFACES_VOLUME_UNIT_QUART\x10.\x12)\n%SURFACES_VOLUME_UNIT_US_LIQUID_GALLON\x10/\"\xbb\x02\n\x13SurfacesTopFaceUnit\x12\"\n\x1eSURFACES_TOP_FACE_UNIT_UNKNOWN\x10\x00\x12-\n)SURFACES_TOP_FACE_UNIT_SQUARED_CENTIMETER\x10\x08\x12\'\n#SURFACES_TOP_FACE_UNIT_SQUARED_FOOT\x10\x0b\x12\'\n#SURFACES_TOP_FACE_UNIT_SQUARED_INCH\x10\n\x12(\n$SURFACES_TOP_FACE_UNIT_SQUARED_METER\x10\x07\x12,\n(SURFACES_TOP_FACE_UNIT_SQUARED_MILIMETER\x10\t\x12\'\n#SURFACES_TOP_FACE_UNIT_SQUARED_YARD\x10\x0c\"\x9c\x02\n\x10SurfacesAreaUnit\x12\x1e\n\x1aSURFACES_AREA_UNIT_UNKNOWN\x10\x00\x12)\n%SURFACES_AREA_UNIT_SQUARED_CENTIMETER\x10\x08\x12#\n\x1fSURFACES_AREA_UNIT_SQUARED_FOOT\x10\x0b\x12#\n\x1fSURFACES_AREA_UNIT_SQUARED_INCH\x10\n\x12$\n SURFACES_AREA_UNIT_SQUARED_METER\x10\x07\x12(\n$SURFACES_AREA_UNIT_SQUARED_MILIMETER\x10\t\x12#\n\x1fSURFACES_AREA_UNIT_SQUARED_YARD\x10\x0c\"\xd3\x02\n\x16SurfacesBottomFaceUnit\x12%\n!SURFACES_BOTTOM_FACE_UNIT_UNKNOWN\x10\x00\x12\x30\n,SURFACES_BOTTOM_FACE_UNIT_SQUARED_CENTIMETER\x10\x08\x12*\n&SURFACES_BOTTOM_FACE_UNIT_SQUARED_FOOT\x10\x0b\x12*\n&SURFACES_BOTTOM_FACE_UNIT_SQUARED_INCH\x10\n\x12+\n\'SURFACES_BOTTOM_FACE_UNIT_SQUARED_METER\x10\x07\x12/\n+SURFACES_BOTTOM_FACE_UNIT_SQUARED_MILIMETER\x10\t\x12*\n&SURFACES_BOTTOM_FACE_UNIT_SQUARED_YARD\x10\x0c\"\xb4\x02\n\x10SolidsWeightUnit\x12\x1e\n\x1aSOLIDS_WEIGHT_UNIT_UNKNOWN\x10\x00\x12\x1b\n\x17SOLIDS_WEIGHT_UNIT_GRAM\x10\x1d\x12$\n SOLIDS_WEIGHT_UNIT_HUNDREDWEIGHT\x10 \x12\x1f\n\x1bSOLIDS_WEIGHT_UNIT_KILOGRAM\x10\x1e\x12!\n\x1dSOLIDS_WEIGHT_UNIT_METRIC_TON\x10\x1f\x12\x1c\n\x18SOLIDS_WEIGHT_UNIT_OUNCE\x10#\x12\x1c\n\x18SOLIDS_WEIGHT_UNIT_POUND\x10!\x12 \n\x1cSOLIDS_WEIGHT_UNIT_SHORT_TON\x10$\x12\x1b\n\x17SOLIDS_WEIGHT_UNIT_SLUG\x10\"\"\xde\x03\n\x10SolidsVolumeUnit\x12\x1e\n\x1aSOLIDS_VOLUME_UNIT_UNKNOWN\x10\x00\x12\'\n#SOLIDS_VOLUME_UNIT_CUBIC_CENTIMETER\x10&\x12!\n\x1dSOLIDS_VOLUME_UNIT_CUBIC_FOOT\x10*\x12!\n\x1dSOLIDS_VOLUME_UNIT_CUBIC_INCH\x10)\x12\"\n\x1eSOLIDS_VOLUME_UNIT_CUBIC_METER\x10%\x12&\n\"SOLIDS_VOLUME_UNIT_CUBIC_MILIMETER\x10\'\x12!\n\x1dSOLIDS_VOLUME_UNIT_CUBIC_YARD\x10+\x12\"\n\x1eSOLIDS_VOLUME_UNIT_FLUID_OUNCE\x10,\x12&\n\"SOLIDS_VOLUME_UNIT_IMPERIAL_GALLON\x10(\x12\x1c\n\x18SOLIDS_VOLUME_UNIT_LITER\x10\x30\x12\x1b\n\x17SOLIDS_VOLUME_UNIT_PINT\x10-\x12\x1c\n\x18SOLIDS_VOLUME_UNIT_QUART\x10.\x12\'\n#SOLIDS_VOLUME_UNIT_US_LIQUID_GALLON\x10/\"\x8c\x02\n\x0eSolidsAreaUnit\x12\x1c\n\x18SOLIDS_AREA_UNIT_UNKNOWN\x10\x00\x12\'\n#SOLIDS_AREA_UNIT_SQUARED_CENTIMETER\x10\x08\x12!\n\x1dSOLIDS_AREA_UNIT_SQUARED_FOOT\x10\x0b\x12!\n\x1dSOLIDS_AREA_UNIT_SQUARED_INCH\x10\n\x12\"\n\x1eSOLIDS_AREA_UNIT_SQUARED_METER\x10\x07\x12&\n\"SOLIDS_AREA_UNIT_SQUARED_MILIMETER\x10\t\x12!\n\x1dSOLIDS_AREA_UNIT_SQUARED_YARD\x10\x0c\"\xa1\x03\n\x1a\x45missionsMembersWeightUnit\x12)\n%EMISSIONS_MEMBERS_WEIGHT_UNIT_UNKNOWN\x10\x00\x12&\n\"EMISSIONS_MEMBERS_WEIGHT_UNIT_GRAM\x10\x1d\x12/\n+EMISSIONS_MEMBERS_WEIGHT_UNIT_HUNDREDWEIGHT\x10 \x12*\n&EMISSIONS_MEMBERS_WEIGHT_UNIT_KILOGRAM\x10\x1e\x12,\n(EMISSIONS_MEMBERS_WEIGHT_UNIT_METRIC_TON\x10\x1f\x12\'\n#EMISSIONS_MEMBERS_WEIGHT_UNIT_OUNCE\x10#\x12\'\n#EMISSIONS_MEMBERS_WEIGHT_UNIT_POUND\x10!\x12+\n\'EMISSIONS_MEMBERS_WEIGHT_UNIT_SHORT_TON\x10$\x12&\n\"EMISSIONS_MEMBERS_WEIGHT_UNIT_SLUG\x10\"\"\xf7\x04\n\x1a\x45missionsMembersVolumeUnit\x12)\n%EMISSIONS_MEMBERS_VOLUME_UNIT_UNKNOWN\x10\x00\x12\x32\n.EMISSIONS_MEMBERS_VOLUME_UNIT_CUBIC_CENTIMETER\x10&\x12,\n(EMISSIONS_MEMBERS_VOLUME_UNIT_CUBIC_FOOT\x10*\x12,\n(EMISSIONS_MEMBERS_VOLUME_UNIT_CUBIC_INCH\x10)\x12-\n)EMISSIONS_MEMBERS_VOLUME_UNIT_CUBIC_METER\x10%\x12\x31\n-EMISSIONS_MEMBERS_VOLUME_UNIT_CUBIC_MILIMETER\x10\'\x12,\n(EMISSIONS_MEMBERS_VOLUME_UNIT_CUBIC_YARD\x10+\x12-\n)EMISSIONS_MEMBERS_VOLUME_UNIT_FLUID_OUNCE\x10,\x12\x31\n-EMISSIONS_MEMBERS_VOLUME_UNIT_IMPERIAL_GALLON\x10(\x12\'\n#EMISSIONS_MEMBERS_VOLUME_UNIT_LITER\x10\x30\x12&\n\"EMISSIONS_MEMBERS_VOLUME_UNIT_PINT\x10-\x12\'\n#EMISSIONS_MEMBERS_VOLUME_UNIT_QUART\x10.\x12\x32\n.EMISSIONS_MEMBERS_VOLUME_UNIT_US_LIQUID_GALLON\x10/\"\xfb\x02\n\x1b\x45missionsMembersSurfaceUnit\x12*\n&EMISSIONS_MEMBERS_SURFACE_UNIT_UNKNOWN\x10\x00\x12\x35\n1EMISSIONS_MEMBERS_SURFACE_UNIT_SQUARED_CENTIMETER\x10\x08\x12/\n+EMISSIONS_MEMBERS_SURFACE_UNIT_SQUARED_FOOT\x10\x0b\x12/\n+EMISSIONS_MEMBERS_SURFACE_UNIT_SQUARED_INCH\x10\n\x12\x30\n,EMISSIONS_MEMBERS_SURFACE_UNIT_SQUARED_METER\x10\x07\x12\x34\n0EMISSIONS_MEMBERS_SURFACE_UNIT_SQUARED_MILIMETER\x10\t\x12/\n+EMISSIONS_MEMBERS_SURFACE_UNIT_SQUARED_YARD\x10\x0c\"\xab\x03\n\x1b\x45missionsSurfacesWeightUnit\x12*\n&EMISSIONS_SURFACES_WEIGHT_UNIT_UNKNOWN\x10\x00\x12\'\n#EMISSIONS_SURFACES_WEIGHT_UNIT_GRAM\x10\x1d\x12\x30\n,EMISSIONS_SURFACES_WEIGHT_UNIT_HUNDREDWEIGHT\x10 \x12+\n\'EMISSIONS_SURFACES_WEIGHT_UNIT_KILOGRAM\x10\x1e\x12-\n)EMISSIONS_SURFACES_WEIGHT_UNIT_METRIC_TON\x10\x1f\x12(\n$EMISSIONS_SURFACES_WEIGHT_UNIT_OUNCE\x10#\x12(\n$EMISSIONS_SURFACES_WEIGHT_UNIT_POUND\x10!\x12,\n(EMISSIONS_SURFACES_WEIGHT_UNIT_SHORT_TON\x10$\x12\'\n#EMISSIONS_SURFACES_WEIGHT_UNIT_SLUG\x10\"\"\x85\x05\n\x1b\x45missionsSurfacesVolumeUnit\x12*\n&EMISSIONS_SURFACES_VOLUME_UNIT_UNKNOWN\x10\x00\x12\x33\n/EMISSIONS_SURFACES_VOLUME_UNIT_CUBIC_CENTIMETER\x10&\x12-\n)EMISSIONS_SURFACES_VOLUME_UNIT_CUBIC_FOOT\x10*\x12-\n)EMISSIONS_SURFACES_VOLUME_UNIT_CUBIC_INCH\x10)\x12.\n*EMISSIONS_SURFACES_VOLUME_UNIT_CUBIC_METER\x10%\x12\x32\n.EMISSIONS_SURFACES_VOLUME_UNIT_CUBIC_MILIMETER\x10\'\x12-\n)EMISSIONS_SURFACES_VOLUME_UNIT_CUBIC_YARD\x10+\x12.\n*EMISSIONS_SURFACES_VOLUME_UNIT_FLUID_OUNCE\x10,\x12\x32\n.EMISSIONS_SURFACES_VOLUME_UNIT_IMPERIAL_GALLON\x10(\x12(\n$EMISSIONS_SURFACES_VOLUME_UNIT_LITER\x10\x30\x12\'\n#EMISSIONS_SURFACES_VOLUME_UNIT_PINT\x10-\x12(\n$EMISSIONS_SURFACES_VOLUME_UNIT_QUART\x10.\x12\x33\n/EMISSIONS_SURFACES_VOLUME_UNIT_US_LIQUID_GALLON\x10/\"\x8a\x03\n\x1c\x45missionsSurfacesTopFaceUnit\x12,\n(EMISSIONS_SURFACES_TOP_FACE_UNIT_UNKNOWN\x10\x00\x12\x37\n3EMISSIONS_SURFACES_TOP_FACE_UNIT_SQUARED_CENTIMETER\x10\x08\x12\x31\n-EMISSIONS_SURFACES_TOP_FACE_UNIT_SQUARED_FOOT\x10\x0b\x12\x31\n-EMISSIONS_SURFACES_TOP_FACE_UNIT_SQUARED_INCH\x10\n\x12\x32\n.EMISSIONS_SURFACES_TOP_FACE_UNIT_SQUARED_METER\x10\x07\x12\x36\n2EMISSIONS_SURFACES_TOP_FACE_UNIT_SQUARED_MILIMETER\x10\t\x12\x31\n-EMISSIONS_SURFACES_TOP_FACE_UNIT_SQUARED_YARD\x10\x0c\"\xeb\x02\n\x19\x45missionsSurfacesAreaUnit\x12(\n$EMISSIONS_SURFACES_AREA_UNIT_UNKNOWN\x10\x00\x12\x33\n/EMISSIONS_SURFACES_AREA_UNIT_SQUARED_CENTIMETER\x10\x08\x12-\n)EMISSIONS_SURFACES_AREA_UNIT_SQUARED_FOOT\x10\x0b\x12-\n)EMISSIONS_SURFACES_AREA_UNIT_SQUARED_INCH\x10\n\x12.\n*EMISSIONS_SURFACES_AREA_UNIT_SQUARED_METER\x10\x07\x12\x32\n.EMISSIONS_SURFACES_AREA_UNIT_SQUARED_MILIMETER\x10\t\x12-\n)EMISSIONS_SURFACES_AREA_UNIT_SQUARED_YARD\x10\x0c\"\xa2\x03\n\x1f\x45missionsSurfacesBottomFaceUnit\x12/\n+EMISSIONS_SURFACES_BOTTOM_FACE_UNIT_UNKNOWN\x10\x00\x12:\n6EMISSIONS_SURFACES_BOTTOM_FACE_UNIT_SQUARED_CENTIMETER\x10\x08\x12\x34\n0EMISSIONS_SURFACES_BOTTOM_FACE_UNIT_SQUARED_FOOT\x10\x0b\x12\x34\n0EMISSIONS_SURFACES_BOTTOM_FACE_UNIT_SQUARED_INCH\x10\n\x12\x35\n1EMISSIONS_SURFACES_BOTTOM_FACE_UNIT_SQUARED_METER\x10\x07\x12\x39\n5EMISSIONS_SURFACES_BOTTOM_FACE_UNIT_SQUARED_MILIMETER\x10\t\x12\x34\n0EMISSIONS_SURFACES_BOTTOM_FACE_UNIT_SQUARED_YARD\x10\x0c\"\x97\x03\n\x19\x45missionsSolidsWeightUnit\x12(\n$EMISSIONS_SOLIDS_WEIGHT_UNIT_UNKNOWN\x10\x00\x12%\n!EMISSIONS_SOLIDS_WEIGHT_UNIT_GRAM\x10\x1d\x12.\n*EMISSIONS_SOLIDS_WEIGHT_UNIT_HUNDREDWEIGHT\x10 \x12)\n%EMISSIONS_SOLIDS_WEIGHT_UNIT_KILOGRAM\x10\x1e\x12+\n\'EMISSIONS_SOLIDS_WEIGHT_UNIT_METRIC_TON\x10\x1f\x12&\n\"EMISSIONS_SOLIDS_WEIGHT_UNIT_OUNCE\x10#\x12&\n\"EMISSIONS_SOLIDS_WEIGHT_UNIT_POUND\x10!\x12*\n&EMISSIONS_SOLIDS_WEIGHT_UNIT_SHORT_TON\x10$\x12%\n!EMISSIONS_SOLIDS_WEIGHT_UNIT_SLUG\x10\"\"\xe9\x04\n\x19\x45missionsSolidsVolumeUnit\x12(\n$EMISSIONS_SOLIDS_VOLUME_UNIT_UNKNOWN\x10\x00\x12\x31\n-EMISSIONS_SOLIDS_VOLUME_UNIT_CUBIC_CENTIMETER\x10&\x12+\n\'EMISSIONS_SOLIDS_VOLUME_UNIT_CUBIC_FOOT\x10*\x12+\n\'EMISSIONS_SOLIDS_VOLUME_UNIT_CUBIC_INCH\x10)\x12,\n(EMISSIONS_SOLIDS_VOLUME_UNIT_CUBIC_METER\x10%\x12\x30\n,EMISSIONS_SOLIDS_VOLUME_UNIT_CUBIC_MILIMETER\x10\'\x12+\n\'EMISSIONS_SOLIDS_VOLUME_UNIT_CUBIC_YARD\x10+\x12,\n(EMISSIONS_SOLIDS_VOLUME_UNIT_FLUID_OUNCE\x10,\x12\x30\n,EMISSIONS_SOLIDS_VOLUME_UNIT_IMPERIAL_GALLON\x10(\x12&\n\"EMISSIONS_SOLIDS_VOLUME_UNIT_LITER\x10\x30\x12%\n!EMISSIONS_SOLIDS_VOLUME_UNIT_PINT\x10-\x12&\n\"EMISSIONS_SOLIDS_VOLUME_UNIT_QUART\x10.\x12\x31\n-EMISSIONS_SOLIDS_VOLUME_UNIT_US_LIQUID_GALLON\x10/\"\xdb\x02\n\x17\x45missionsSolidsAreaUnit\x12&\n\"EMISSIONS_SOLIDS_AREA_UNIT_UNKNOWN\x10\x00\x12\x31\n-EMISSIONS_SOLIDS_AREA_UNIT_SQUARED_CENTIMETER\x10\x08\x12+\n\'EMISSIONS_SOLIDS_AREA_UNIT_SQUARED_FOOT\x10\x0b\x12+\n\'EMISSIONS_SOLIDS_AREA_UNIT_SQUARED_INCH\x10\n\x12,\n(EMISSIONS_SOLIDS_AREA_UNIT_SQUARED_METER\x10\x07\x12\x30\n,EMISSIONS_SOLIDS_AREA_UNIT_SQUARED_MILIMETER\x10\t\x12+\n\'EMISSIONS_SOLIDS_AREA_UNIT_SQUARED_YARD\x10\x0c\"\x84\x01\n\x1dUseOfMaterialModelOrientation\x12.\n*USE_OF_MATERIAL_MODEL_ORIENTATION_PARALLEL\x10\x00\x12\x33\n/USE_OF_MATERIAL_MODEL_ORIENTATION_PERPENDICULAR\x10\x01\"y\n\x1bUseOfMaterialModelAlignment\x12,\n(USE_OF_MATERIAL_MODEL_ALIGNMENT_EDGEWISE\x10\x00\x12,\n(USE_OF_MATERIAL_MODEL_ALIGNMENT_FLATWISE\x10\x01\x42\x05\n\x03_noB\x10\n\x0e_material_typeB\x11\n\x0f_material_modelB\x16\n\x14_application_contextB\x0f\n\r_diagram_typeB\x1c\n\x1a_user_defined_name_enabledB\x07\n\x05_nameB\x0f\n\r_user_definedB\x12\n\x10_definition_typeB\x1c\n\x1a_stress_failure_hypothesisB\x1b\n\x19_is_temperature_dependentB\x1d\n\x1b_is_dynamic_increase_factorB\x16\n\x14_has_cost_estimationB\x0f\n\r_optimizationB\x1b\n\x19_has_emissions_estimationB\x18\n\x16_reference_temperatureB \n\x1e_temperature_properties_sortedB\x0e\n\x0c_temperatureB\x1c\n\x1a_stiffness_matrix_editableB\x19\n\x17_stiffness_modificationB\x1e\n\x1c_stiffness_modification_typeB-\n+_has_linear_elastic_with_nonlinear_criteriaB\n\n\x08_commentB\x0f\n\r_is_generatedB\x19\n\x17_generating_object_infoB\x18\n\x16_members_weight_activeB\x1b\n\x19_members_weight_unit_costB\x16\n\x14_members_weight_unitB\x1a\n\x18_members_weight_quantityB\x16\n\x14_members_weight_costB\x18\n\x16_members_volume_activeB\x1b\n\x19_members_volume_unit_costB\x16\n\x14_members_volume_unitB\x1a\n\x18_members_volume_quantityB\x16\n\x14_members_volume_costB\x19\n\x17_members_surface_activeB\x1c\n\x1a_members_surface_unit_costB\x17\n\x15_members_surface_unitB\x1b\n\x19_members_surface_quantityB\x17\n\x15_members_surface_costB\x19\n\x17_surfaces_weight_activeB\x1c\n\x1a_surfaces_weight_unit_costB\x17\n\x15_surfaces_weight_unitB\x1b\n\x19_surfaces_weight_quantityB\x17\n\x15_surfaces_weight_costB\x19\n\x17_surfaces_volume_activeB\x1c\n\x1a_surfaces_volume_unit_costB\x17\n\x15_surfaces_volume_unitB\x1b\n\x19_surfaces_volume_quantityB\x17\n\x15_surfaces_volume_costB\x1b\n\x19_surfaces_top_face_activeB\x1e\n\x1c_surfaces_top_face_unit_costB\x19\n\x17_surfaces_top_face_unitB\x1d\n\x1b_surfaces_top_face_quantityB\x19\n\x17_surfaces_top_face_costB\x17\n\x15_surfaces_area_activeB\x1a\n\x18_surfaces_area_unit_costB\x15\n\x13_surfaces_area_unitB\x19\n\x17_surfaces_area_quantityB\x15\n\x13_surfaces_area_costB\x1e\n\x1c_surfaces_bottom_face_activeB!\n\x1f_surfaces_bottom_face_unit_costB\x1c\n\x1a_surfaces_bottom_face_unitB \n\x1e_surfaces_bottom_face_quantityB\x1c\n\x1a_surfaces_bottom_face_costB\x17\n\x15_solids_weight_activeB\x1a\n\x18_solids_weight_unit_costB\x15\n\x13_solids_weight_unitB\x19\n\x17_solids_weight_quantityB\x15\n\x13_solids_weight_costB\x17\n\x15_solids_volume_activeB\x1a\n\x18_solids_volume_unit_costB\x15\n\x13_solids_volume_unitB\x19\n\x17_solids_volume_quantityB\x15\n\x13_solids_volume_costB\x15\n\x13_solids_area_activeB\x18\n\x16_solids_area_unit_costB\x13\n\x11_solids_area_unitB\x17\n\x15_solids_area_quantityB\x13\n\x11_solids_area_costB\r\n\x0b_sum_weightB\x14\n\x12_weight_percentageB\x12\n\x10_cost_percentageB\x0b\n\t_sum_costB\r\n\x0b_total_costB\"\n _emissions_members_weight_activeB)\n\'_emissions_members_weight_unit_emissionB \n\x1e_emissions_members_weight_unitB$\n\"_emissions_members_weight_quantityB$\n\"_emissions_members_weight_emissionB\"\n _emissions_members_volume_activeB)\n\'_emissions_members_volume_unit_emissionB \n\x1e_emissions_members_volume_unitB$\n\"_emissions_members_volume_quantityB$\n\"_emissions_members_volume_emissionB#\n!_emissions_members_surface_activeB*\n(_emissions_members_surface_unit_emissionB!\n\x1f_emissions_members_surface_unitB%\n#_emissions_members_surface_quantityB%\n#_emissions_members_surface_emissionB#\n!_emissions_surfaces_weight_activeB*\n(_emissions_surfaces_weight_unit_emissionB!\n\x1f_emissions_surfaces_weight_unitB%\n#_emissions_surfaces_weight_quantityB%\n#_emissions_surfaces_weight_emissionB#\n!_emissions_surfaces_volume_activeB*\n(_emissions_surfaces_volume_unit_emissionB!\n\x1f_emissions_surfaces_volume_unitB%\n#_emissions_surfaces_volume_quantityB%\n#_emissions_surfaces_volume_emissionB%\n#_emissions_surfaces_top_face_activeB,\n*_emissions_surfaces_top_face_unit_emissionB#\n!_emissions_surfaces_top_face_unitB\'\n%_emissions_surfaces_top_face_quantityB\'\n%_emissions_surfaces_top_face_emissionB!\n\x1f_emissions_surfaces_area_activeB(\n&_emissions_surfaces_area_unit_emissionB\x1f\n\x1d_emissions_surfaces_area_unitB#\n!_emissions_surfaces_area_quantityB#\n!_emissions_surfaces_area_emissionB(\n&_emissions_surfaces_bottom_face_activeB/\n-_emissions_surfaces_bottom_face_unit_emissionB&\n$_emissions_surfaces_bottom_face_unitB*\n(_emissions_surfaces_bottom_face_quantityB*\n(_emissions_surfaces_bottom_face_emissionB!\n\x1f_emissions_solids_weight_activeB(\n&_emissions_solids_weight_unit_emissionB\x1f\n\x1d_emissions_solids_weight_unitB#\n!_emissions_solids_weight_quantityB#\n!_emissions_solids_weight_emissionB!\n\x1f_emissions_solids_volume_activeB(\n&_emissions_solids_volume_unit_emissionB\x1f\n\x1d_emissions_solids_volume_unitB#\n!_emissions_solids_volume_quantityB#\n!_emissions_solids_volume_emissionB\x1f\n\x1d_emissions_solids_area_activeB&\n$_emissions_solids_area_unit_emissionB\x1d\n\x1b_emissions_solids_area_unitB!\n\x1f_emissions_solids_area_quantityB!\n\x1f_emissions_solids_area_emissionB\x17\n\x15_emissions_percentageB\x10\n\x0e_emissions_sumB\x12\n\x10_emissions_totalB$\n\"_use_of_material_model_orientationB\"\n _use_of_material_model_alignmentB\x17\n\x15_id_for_export_importB\x1d\n\x1b_metadata_for_export_importb\x06proto3')

_globals = globals()
_builder.BuildMessageAndEnumDescriptors(DESCRIPTOR, _globals)
_builder.BuildTopDescriptorsAndMessages(DESCRIPTOR, 'dlubal.api.rfem.structure_core.material_pb2', _globals)
if not _descriptor._USE_C_DESCRIPTORS:
  DESCRIPTOR._loaded_options = None
  _globals['_MATERIAL']._serialized_start=83
  _globals['_MATERIAL']._serialized_end=47475
  _globals['_MATERIAL_TEMPERATURETABLE']._serialized_start=8096
  _globals['_MATERIAL_TEMPERATURETABLE']._serialized_end=8185
  _globals['_MATERIAL_TEMPERATUREROW']._serialized_start=8189
  _globals['_MATERIAL_TEMPERATUREROW']._serialized_end=30652
  _globals['_MATERIAL_TEMPERATUREROW_POISSONRATIOEDITABLEGROUP']._serialized_start=18714
  _globals['_MATERIAL_TEMPERATUREROW_POISSONRATIOEDITABLEGROUP']._serialized_end=18913
  _globals['_MATERIAL_TEMPERATUREROW_POISSONRATIOEDITABLEGROUPWALL']._serialized_start=18915
  _globals['_MATERIAL_TEMPERATUREROW_POISSONRATIOEDITABLEGROUPWALL']._serialized_end=19030
  _globals['_MATERIAL_TEMPERATUREROW_POISSONRATIOEDITABLEGROUPPLATTE']._serialized_start=19032
  _globals['_MATERIAL_TEMPERATUREROW_POISSONRATIOEDITABLEGROUPPLATTE']._serialized_end=19153
  _globals['_MATERIAL_TEMPERATUREROW_STRESSSTRAINDIAGRAMTYPESTART']._serialized_start=19156
  _globals['_MATERIAL_TEMPERATUREROW_STRESSSTRAINDIAGRAMTYPESTART']._serialized_end=19328
  _globals['_MATERIAL_TEMPERATUREROW_STRESSSTRAINDIAGRAMTYPEEND']._serialized_start=19331
  _globals['_MATERIAL_TEMPERATUREROW_STRESSSTRAINDIAGRAMTYPEEND']._serialized_end=19495
  _globals['_MATERIAL_TEMPERATUREROW_MASONRYBRICKWORKUNIT']._serialized_start=19498
  _globals['_MATERIAL_TEMPERATUREROW_MASONRYBRICKWORKUNIT']._serialized_end=19802
  _globals['_MATERIAL_TEMPERATUREROW_MASONRYBRICKWORKCONFIGURATION']._serialized_start=19805
  _globals['_MATERIAL_TEMPERATUREROW_MASONRYBRICKWORKCONFIGURATION']._serialized_end=20142
  _globals['_MATERIAL_TEMPERATUREROW_MASONRYBRICKWORKGROUPING']._serialized_start=20145
  _globals['_MATERIAL_TEMPERATUREROW_MASONRYBRICKWORKGROUPING']._serialized_end=20415
  _globals['_MATERIAL_TEMPERATUREROW_MASONRYMORTARCLASS']._serialized_start=20418
  _globals['_MATERIAL_TEMPERATUREROW_MASONRYMORTARCLASS']._serialized_end=20831
  _globals['_MATERIAL_TEMPERATUREROW_MODIFIEDHARDENINGSOILSHEARHARDENINGDEFINITIONTYPE']._serialized_start=20834
  _globals['_MATERIAL_TEMPERATUREROW_MODIFIEDHARDENINGSOILSHEARHARDENINGDEFINITIONTYPE']._serialized_end=20972
  _globals['_MATERIAL_TEMPERATUREROW_MODIFIEDHARDENINGSOILPRECONSOLIDATIONDEFINITIONTYPE']._serialized_start=20975
  _globals['_MATERIAL_TEMPERATUREROW_MODIFIEDHARDENINGSOILPRECONSOLIDATIONDEFINITIONTYPE']._serialized_end=21199
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  _globals['_MATERIAL_EMISSIONSSOLIDSAREAUNIT']._serialized_end=42770
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  _globals['_MATERIAL_USEOFMATERIALMODELORIENTATION']._serialized_end=42905
  _globals['_MATERIAL_USEOFMATERIALMODELALIGNMENT']._serialized_start=42907
  _globals['_MATERIAL_USEOFMATERIALMODELALIGNMENT']._serialized_end=43028
# @@protoc_insertion_point(module_scope)
